HomeMy WebLinkAboutSUB202100109 Plat - Revision 2021-12-09I
OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTS
SEC77ON 1B IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES. ALL STATEMENTS
AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-23
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
NORTH POINTE CHARLOTTESVILLE LLC
LENDER:
FIRST BANK & TRUST COMPANY
BY.• (SEAL)
JONA THAN B. COMER, SENIOR VICE-PRESIDENT
COMMERCIAL LOAN OFFICER
STATE OF VIRGINIA
CITY/COUNTY OF TO WIT.
1, A NOTARY PUBLIC IN AND FOR THE
COMMONWEALTH AT LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY THAT,
WHOSE NAME IS SIGNED TO THE
FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME
BEFORE ME IN MY STATE AFORESAID.
GIVEN UNDER MY HAND THIS _____DAY OF _______. 20__.
MY COMMISSION EXPIRES_______
NOTARY PUBLIC
STATE OF VIRGINIA
CITY/COUNTY OF _____________TO WIT.•
11 A NOTARY PUBLIC IN AND FOR THE
COMMONWEALTH AT LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY THAT,
WHOSE NAME IS SIGNED TO THE
FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME
BEFORE ME IN MY STATE AFORESAID.
GIVEN UNDER MY HAND THIS ___DAY OF -------- __-
MY COMMISSION EXPIRES_____
NOTARY PUBLIC
SURVEYOR'S CERTIFICATE
TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS AS SET
FORTH IN THE ORDINANCE FOR APPROVING SUBDIVISION PLATS FOR RECORDA7ON
IN ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL BE
SET WITHIN ONE (1) YEAR OF RECORDATION.
DRAWN BY.• SDF
MAYNARD J. TINSMAN 111
SITE DATA
OWNER: GREAT EASTERN MANAGEMENT
DAWD MITCHELL, E.I.T.
2619 HYDRAULIC ROAD
CHARLOTTESVILLE VA. 22901
PHONE. 434 296-4109
FAX. • (4 4) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSICCOM
SOURCE OF TITLE. • NORTH POINTE CHARLOTTESVILLE LLC
IMP 32-23 (PART OF) D.B. 5432, PG. 396
MAGISTERIAL DISTRICT RIVANNA
DRAINAGE DISTRICT.- NORTH FORK RIVANNA, ✓ACOBS RUN
ZONING DISTRICT: PD-MC
(PLANNED DEVELOPMENT MIXED COMMERCIAL)
SINGLE FAMILY DETACHED LOTS 44-65
SETBACK REQUIREMENTS. FRONT- MIN 10' MAX 50'
SIDE- 6'
REAR- 20'
GARAGE DOORWAY- 18'
ZERO LOT LINE LOTS 38-43
SETBACK REQUIREMENTS FRONT- MIN 10' MAX 30'
SIDE- 0, BUT 10' BETWEEN BUILDINGS
REAR- 10'
GARAGE DOORWAY- 18'
• DENOTES 518" IRON RODS TO BE SET WITHIN ONE (1) YEAR OF
RECORDATION.
20'
TYPICAL EASEMENT UNLESS
07HERWSE INDICATED FOR
U71LI77ES ON OR Wl774IN 10'
OF PRIVATE LOTS.
110- 1 I STRUCTURE FIRE L CENTER OF PIPE OR CENTER
L HYDRANT BLOW -OFF OF DRAINAGE SWALE
ASSEMBLY OR WATER CHANNEL.
METER ASSEMBLY.
ZONING NOTES
1. THIS PROPERTY CONTAINS 774E FOLLOWING OVERLAYS"
AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, FLOOD
HAZARD OVERLAY (100 YEAR FLOODPLAIN), STEEP
SLOPES (MANAGED AND PRESERVED), AND WATER
PR07ECTION ORDINANCE (WPO)BUFFERS.
2. THIS PROPERTY IS SUBJECT TO ZMA2013-14, ZMA2013-7,
ZMA2000-9, SP2015-03, AND SP2002-72
Affordable Units "For Sale" Tracking Table North Pointe
Single Family Multi Family Other AH Total For
Unit Type
AH For Sale
AHFor Sale
For Sale
Sete
Required
16
12
12
40
Phase 1A-1DAH Previously Provided
16
0
0
16
Phase IEAH Provided
0
0
0
0
For Sale Units ofall Typesin Phase lE
0
0
0
0
% of AH Proposed Phase lE
0.00%
0.00%
0.00%
0.00%
Previous Provided AH For Sale 0
Total Provided To Date 16
Total% Provided To Date 100.00%
0 0 0
0 0 16
0.00% 0.00% 40.00%
Affordable Units "For Rent" Tracking Table North Pointe
Multi Family
UnItT pe AH For Rent
Required 1 66
P hase lE Proposed A HU 66
For Rent Units of al I types in Phase lE 415
%of AH Proposed 100%
Previous Provided AH U For Re nt 0
Total Provided To Date 66
Total% Provided To Date 100%
Note: "Previously Provided"may include units notpreviouslyproposed but qualified underthe North Pointe
Chadottesville, LLCZMA-2000-009, SP-2002-72 andZMA 2013-00007North Point Prq&rAmendmentSecdon 82
CHECKED BY ENGINEER:
NOTES
1. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL
BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. TWENTY FOOT
EASEMENTS WILL BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL
DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH EASEMENTS
SHALL TERMINATE AT NATURAL WATER COURSES
2. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE.
J. COMMON AREAS/OPEN SPACES ARE RESERVED WITH PRIORITY FOR
WATER SANITARY AND STORM SEWER WHERE APPLICABLE. BUT NOT
TO THE EXCLUSION OF OTHER USES, AS PERMITTED BY SEC77ON 4.7
OF CHAPTER 18 OF THE ALBERMARLE COUNTY CODE.
4. SUBJECT PROPER77ES APPEAR TO LIE IN FLOOD INSURANCE RATE
MAP ZONE X (AREAS OF MINIMAL FLOODING) AS SHOWN ON
COMMUNITY PANEL NUMBER 51003CO145D, EFFEC77VE 0210412005
5. ALL 4.06 ACRES OF ROADS ARE TO BE DEDICATED TO THE COUNTY
FOR PUBLIC USE.
6. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER, AND
ELECTRICITY
7. ONLY ONE DWELLING UNIT PER LOT
8. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER
EASEMENTS THAT WILL BE REQUIRED BY A.C.SA. IN ORDER TO
ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE U77LI77ES.
THESE EASEMENTS WILL BE CENTERED ON THE FACIL177ES WHEN
CONSTRUCTED. APPROXIMATE SANITARY SEWER EASEMENT LOCATIONS
ARE SHOWN HEREON
9. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND MAINTAINED BY
THE NORTH POINTS HOMEOWNERS ASSOCIA77ON
10. THESE PARCELS ARE WITHIN THE SOUTH FORK RIVANNA RESERVOIR
WATER SUPPLY WATERSHED.
11. THIS PARCEL IS NOT WITHIN AN AGRICULTURAL -FORESTAL DISTRICT
12.VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE
EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR
DAMAGE
13. AN APPROVED LANDSCAPE PLAN IS REQUIRED PRIOR TO THE
ISSUANCE OF THE 1ST CO FOR ANY OF THE DWELLING UNITS ON ANY
OF THE LOTS ABUT77NG PRITCHETT LANE.
14. AN OVERLOT GRADING PLAN MUST BE APPROVED BY THE COUNTY
ENGINEER PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR A
NEW RESIDENCE ON ANY SUBDIVISIONS LOT LESS THAN 15,000 SQ.
FT. IN SIZE
15.CARRIAGE UNITS SHALL MEET THE REQUIREMENTS FOR A
SINGLE-FAMILY DWELLING AS DEFINED IN THE VIRGINIA UNIFORM
STATEWIDE BUILDING CODE, AND SHALL BE ON THE SAME PARCEL AS
THE PRIMARY DWELLING UNIT TO WHICH IT IS ACCESSORY, AND SHALL
NOT BE SUBDIVIDED FROM THE PRIMARY RESIDENCE. THESE
RESTRICTIONS MUST BE INCORPORATED INTO EACH DEED CONVEYING
777LE OF SUCH PARCELS.
16 OPEN SPACE HEREBY DEDICATED TO 774E HOA FOR RECREA77ON
AMENITIES.
17ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY SANITARY
SEWERS, • HOWEVER, BASEMENTS MAY BE SERVED BY GRINDER
PUMPS.
18. PARCELS 38-65 AND 774E RESIDUE OF TAX MAP/PARCEL 32-23,
EACH CONTAIN A BUILDING SI7E THAT COMPLIES WITH SEC77ON 4.2.1
OF THE ALBEMARLE COUNTY ZONING ORDINANCE
193HE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBERMARLE COUNTY WATER PR07ECT70N
ORDINANCE
20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN
TO THE S7RUCTURES LOCATED ON PRIVATE PROPERTY MUST HAVE A
VISUAL INSPEC77ON PERFORMED BY 774E BUILDING DEPAR7714ENT.
21.WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW
THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT UPSTREAM
MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PR07ECTED
BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH
OF 774E BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH
FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE HE
ELEVA77ON OF THE MANHOLE COVER OF THE NEXT UPS7REAM
MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A
BACKWATER VALVE.
IMP if
EXISTING
ACRES
REMAINING
ACRES
32-23
191.J15
78.435
SITE
VICINITY MAP SCALER "=U00'
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
38
5,043
0.12
45
73,547
0.31
52
14, 366
0.33
59
6,161
0.14
39
6,248
0.14
46
73, 754
0.32
53
10,079
0.23
60
6, 673
0.15
40
5,385
0.12
47
7,521
0.17
54
9,790
0.22
61
6, 643
0.15
41
4, 870
0.11
48
8,460
0.19
55
7,074
0.16
62
6,071
0.14
42
4, 692
0.11
49
73, 009
0.30
56
6,374
0.15
63
6,057
0.14
43
6, 644
0.15
50
11,992
0.28
57
6,193
0.14
64
6, 032
0.14
44
i6, 976
0.39
51
110,987
0.25
58
1 6,181
0.14
1 65
1 6,007
1 0.14
EASEMENT NOTES
1. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY
EASEMENT ALONG ALL PROPERTY LINES.
2. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE
ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY
AGREES
J. VOOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO
THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE
LAST REVISIONS
511912021
811312021
101512021
121612021
NORTH POINTE
Ep`TH °F SECTION 1B
RIVANNA DISTRICT
DRAFT y ALBEMARLE COUNTY, VIRGINIA
MAYNARD J TINSMAN III
LIC ND. 2860 SCALE: N/A MAY 19, 2021
12-08_2021 Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
CgNO SURVEMIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
CHECKED BY SURVEYOR:
SHEET i OF 4
SHEET 30F4__
SHEET 2 OF 4
NORTH POINTE CHARLOTTESVILLE LLC
PCL ID: 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
F
I I
PUBLIC 20'
DRAINAGE
EASEMENT
D.B. 5609, PG. 86
PUBLIC 20'
DRAINAGE EASEMENT
F—D.B. 5609, PG. 86
NORTH POINTE CHARLOTTESOLLE LLC I
I I I
v
PCL ID: 03200-00-00-02300
(PART OF)L18
662, PG. 39178.69_N423r5PUBLIC20DRAINAGE
IID.B.
JN�
EASEMENT
PUBLIC VARIABLE WIDTHSWM/BMP
& DRAINAGEEASEMENT
�D.B.
5609, PG. 86
LB
E 50534.36
\
PUBLIC
/
20' DRAINAGE
/
IEASEMENT
D.B. 5609, PG. 86
wl
��
Of
y
N
----
u
/
PUBLIC 16' ACCESS I
mA IN4
/
EASEMENT
/
D. B. 5609, PG. 86
I
y D
ma��
f�^1
I rn
K
S45'51'
4.16'
IV
�6217'
/ PUBLIC VARIABLE WIDTH
SANITARY SEWER EASEMENT
/
y
4
D.B. 5609, PG. 86
LEGEND
Cnsaysa =CRITICAL SLOPE AREA
Csn Csn N48 30'07 E 91
DRAWN BY.• SDF
GRACE BAPTIST CHURCH; BRUCE
CA I LETT, EMMA E CARDEN & RUTH
JOHANSEN TRUST
PCL ID: OJ200-00-00-02JHI D.B.
3566, PG. 225
45
44
46
NORTH POINTE CHARLOTTESVILLE LLC
PCL ID:
03200-00-00-02300
(PART OF)
OPEN
D.B.
662, PG. 391
SPACE A
ACRES: 2.05
J
I
SO FT. 89,223
PUBLIC VARIABLE WIDTH
/
SANITARY SEWER
/
EASEMENT
/
/
/36"F
N y7 98 CK,
336
42
5%
02
L=70.98"
/ 364-
C14
/
L22
L13
L20
STD RD
CLIF�1,EvA RIGHT
O PUB Y
8 ARIp06F WA 10 EPueLIC USE
DEDICATED
NORTH POINTE CHARLOTTESVILLE LLC
PCL ID: OJ200-00-00-02300
(PART OF)
D.B. 662, PG. 391
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
CHECKED BY ENGINEER.
c
M
v
L
DRAFT T
MAYNARD J TINSMAN III
LIC. NG. 2860
12-08-2021
z
'UBLIC VARIABLE
WIDTH DRAINAGE
EASEMENT
PUBLIC VARIABLE
WIDTH SANITARY
SEWER EASEMENT
NORTH POINTS CHARLOTTESVILLE LLC
PCL ID: 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
o�
SHEET 30F4
SHEET 2 OF 4
NORTH POINTE
SECTION 1 B
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1'=50' MAY 19, 2027
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 2 OF 4
PRITCHETT LANE
VARIABLE WIDTH RIW
_ S5074745"W-200_20'-
10.00'
GRACE BAPTIST CHURCH; OPEN �I wW
BRUCE CATLETT, EMMA E CARDEN SPACE C
& RUTH JOHANSEN TRUST ACRES: 1.17
PCL ID: OJ200-00-00-02JHI a
D.B. 3566, PG. 225 SO FT., 51,166
PUBLIC VARIABLE WIDTH
BMP &DRAINAGE --\
EASEMENT 526.5 2,(•�
52
OPEN
SPACE
C C3s
ACRES' 0.17
SO FT: 7,608
PUBLIC 20'
4'
WATERL/NE
Ns bs
EASEMENT
�1B E
C"o �2s
°s
51
05)
146.
PUBLIC 20'
°p I
DRAINAGE
EASEMENTI�
54
rq
?\ 10.00'
G
c3 �pti�9 OAP'
46 G
s° EG ti
`y 2
50
PUBLIC
ro VARIABLE
WIDTH
SANITARY
SEWER
169.72' (154'96) rn
EASEMENT
� n
49 \N
(140.61)
152.91
p6,E N\
o Z
N333�
48
46 \uu. ,a 0
r3
47 .1) V v
DRAWN BY.• SDF
39
38
DUBLIC VARIABLE
WIDTH DRAINAGE
EASEMENT
-�
(L=250.40/
w
0
O
v
(L=46.90')
C41
C50
C62
C63
C64
O
�
w a
'a0o
u
cH
0o
wI
I1
v
O
w
v
58
w
^I� f w
v 56
v 57 f
O
.
W
rn 55
a
ma
� a
m
N
n S51'06'16"'W
—
C37 43.00'
57.00'
C60
N5106
PUBLIC VARIABLE
G2 �/
WIDTH LINE OF
SIGHT EASEMENT
10' TEMPORARY
CONSTRUCTION
C24 L12
EASEMENT
30')
99
GC26
'I
21 2 E
0�11�1 91.69
N41
I
PRIVATE 10'
��o
w
PEDESTRIAN
s
43
EASEMENT LOT 40
NF
42 r Zi /.
OPEN
o
SPACE
C
o
561
S5132'41'W 376.64'
62.00'
56.90'
S7.00'
57.00'
57.00'
24.74'
62.00'
2
o
LA
00
NORTH POINTE
ma
�, m
�" ma
�''
w ^�°
SECTION 1
m
60
a BZ }
V 62
O
v 63 m
? 6`1'
0 65
v M
D.B.
PG. 227-231
59 1m
gi
�
Iw
two
rq
&
C
p
LOT 66
ma
_603_66'
L
_ _
,..,
r 7 nn'
57.00'
- -" THICKET
PUBLIC VARIABLE RUN
WIDTH SANITARY PLACE
SEWER EASEMENT THICKET RUN PLACE o 61' PUBLIC RIW
61' PUBLIC RIGHT OF WAY o
HEREBY DEDICATED TO D.B. 5627
PUBLIC USE PG. 227-231
NORTH POINTE CHARLOTTESVXLE LLC
PCL ID: 03200-00-00-02300
(PART OF)
D.B. 662, PG. 391
v 41 J 9i- 6y LEGEND
>�s'J PUBLIC"ntlS3� =CRITICAL SLOPE AREA
FAO. VARIABLE WIDTH
ANITARY SEWER 'y� o CSA— CSA
EASEMEN
40SPACE PRIVATE 12'
N L2 DRAINAGE
v 1 EASEMENT
ACRES 0.17 L2 9
SO FT- 7,J52 y�h
E
SHEET 3 OF 4
SHEET-2 OF 4
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
I inch = 50 ft.
CHECKED BY ENGINEER.
�51�P`T" °F NORTH POINTE
SECTION 1 B
DRAFT y RIVANNA DISTRICT
MAYNARD J TINSMAN III
LIC. ND. 2860 ALBEMARLE COUNTY, VIRGINIA
12-08-2021 SCALE: 1'=50' MAY 19, 2027
�gNOSURVE'(0`� Townes
1 PARK WEST CIRCLE, SUITE 108
MIDLOTH/AN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 3 OF
I
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
Cl
554.50'
224.35'
23'1056"
C2
75.00'
101.73'
77'4248"
C3
48.00'
80.78'
96 25'31 "
C4
435.92'
6.46'
050 59"
C5
62.50'
81.75'
74 56 22"
C6
104.50'
12.59'
654'02"
C7
430.50'
76.59'
10'1135"
C8
369.50'
22.58'
330'06"
C9
20788.59'
502.07'
123'O1 "
C10
25.00'
39.25'
89 5741 "
Ci l
25.00'
39.27'
89 59 20"
C12
369.50'
79.13'
12'16'14"
C73
75.00'
124.66'
95'14'07"
C14
645.00'
118.96'
1034'03"
C15
25.00'
37.05'
845432"
C16
284.50'
42.46'
833'07"
C17
262.00'
45.58'
958'06"
C18
280.50'
165.86'
335242"
C19
25.00'
36.77'
8476'13"
C20
230.50'
236.50'
58 47'11 "
C21
330.50'
281.40'
48'4659"
C22
269.50'
229.46'
48'47'00"
C23
169.50'
173.91 '
58 47'11 "
C24
269.50'
57.12'
12 08'40"
C25
25.00'
39.27'
90'00'00"
C26
269.50'
109.57'
23'17'40"
C27
269.50'
43.39'
9'13'28"
C28
269.50'
19.38'
4 07'13"
C29
169.50'
28.78'
9 43'37"
C30
169.50'
113.36'
3879'14"
C31
169.50'
31.77'
10 44'20"
C32
25.00'
45.55'
10423'14"
C33
25.00'
39.12'
8939'13"
C34
219.50'
237.89'
62'05'49"
C35
25.00'
37.20'
8575'06"
C36
645.50'
15.68'
12331 "
C37
330.50'
14.00'
22536"
C38
369.50'
101.71'
15 46 20"
C39
225.00'
46.37'
1148'26"
C40
175.00'
36.06'
1148'26"
C41
20758.59'
260.17'
0 43'05"
C42
284.50'
24.76'
4'59'10"
C43
284.50'
17.71'
333'57"
C44
262.00'
41.03'
8 58 20"
C45
262.00'
4.55'
05946"
C46
276.00'
19.06'
35722"
C47
280.50'
34.71'
7*05'27"
C48
280.50'
53.21'
1052'04"
C49
280.50'
77.94'
15 55'11 "
C50
20758.59'
1 56.90'
0 09 25"
DRAWN BY.• SDF
CHORD BEARING
CHORD
CURVE
N4748'23"E
22283'
C51
NO2'3829"W
94.11'
C52
N84 04'30 E
71.58'
C53
S27'44 23"W
6.46'
C54
Sl638'11 E
76.04'
C55
S5039 21 E
12.58'
C56
S412232"E
76.49'
C57
S3431'42"E
22.58'
C58
S50'51'10"W
502.05'
C59
N060725 E
35.34'
C60
S83'54'04 E
35.35,
C61
N4224 52"W
78.98'
C62
S83'49 58"W
110.80'
C63
S4253'12'W
11&79'
C64
S05'42'43"W
33.75'
S21'19'32"E
42.43'
N1227'37"W
45.53'
N1051'57E
16345'
S14'19'48"E
33.54'
N2704'19"W
226.26'
N2642'46 E
272.97'
N2642'46 E
222.59'
N2704'19"W
166.38'
N45 01 56 E
57.02'
S78'32'06"W
3536'
N27'18'47'E
108.82'
N1103'13'E
43.34'
N0422'53"E
19.38,
NO2'32'32"W
28.74'
N2633'57"W
111.26'
N5105'44"W
31.72'
N1839'32"W
39.50,
N7070'52"E
35.25'
N0541'39"W
226.42'
N79 22'07"W
33.86'
S58'42'05"W
15.68'
S49 53'27"W
14.00'
N40*J9'48"W
101.39'
N7459'31 E
46.28'
N7459'31 E
36.00'
S51'11'08"W
260.17'
N23'06 30"W
24.75'
N1849'57"W
17.70'
S125730"E
40.99'
S07*58 27 E
4.55'
S05 55'23"E
19.05,
S0231'40"E
34.69'
S06 27'05"W
53.13'
S1950'43"W
77.69'
S5054'19"W
56.90'
CURVE TABLE
RADIUS
LENGTH
DELTA
230.50'
50.56'
12'34'07"
230.50'
57.59'
14'18'53"
230.50'
56.58'
14103'50"
230.50'
50.10'
12 27'11 "
230.50'
21.67'
523'09"
330.50,
48.81'
82745"
330.50,
44.74'
745 20"
330.50'
56.52'
9 4756"
330.50'
59.77'
10 21 '43"
330.50'
57.56'
958'40"
20758.59'
32.27'
0 0521 "
20758.59'
57.00'
0 09 26"
20758.59'
57.00'
0 09 26"
20758.59'
57.00'
0 09 26"
CHORD BEARING
CHORD
S50'10'51 E
50.46'
S364421 E
5744'
S2232'59 E
56.44'
S09'1729 E
50.00'
S0022'18"E
21.66'
S0633'09"W
48.77'
S1439'41"W
44.70'
S2326'19"W
56.45'
S3331'09"W
59.69,
S43'4121 "W
57.48'
S5130,01 "W
32.27'
S51'03'44"W
57.00,
S51'13'11 "W
57.00,
S5122 37"W
57.00,
CHECKED BY ENGINEER:
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L 1
S36 44'33"E
14.49'
L26
N51 06'16 E
6.50'
L2
N4129 53"W
10.42'
L27
S385344 E
12.00'
L3
S2050'00"W
31.38'
L28
S5106'16"W
11.75'
L4
S54 06 22 E
15.81'
L29
N36 44'33"W
14.14'
L5
S4628'20'E
31.66'
L30
N3807'18"W
15.32'
L6
S53'43'15"W
61.00'
L7
S3246'39'E
101.67'
L8
N8053'44'E
32.69'
L9
S02'19'16"W
42.50'
L 10
S56 2754 E
48.40'
L l l
NO2'19'17 E
42.50'
L 12
N51 06'16 E
21.07'
L 13
S3672 55"W
52.91'
L 14
S33'43'09 E
73.73'
L15
S1245'00 E
39.47'
L 16
N38 53'44"W
11.50'
L17
N674J'50"E
8.58'
L18
S423655"W
73.47'
L19
N4723'05"W
20.00'
L20
S24 54'19"W
20.40'
L21
N4439 21 E
21.06'
L22
S495420"W
17.71'
L23
N817124"E
23.15'
L24
S08 4836E
19.88'
L25
S805344"W
23.94'
oa�;W`T" 0 74NNORTH POINTE
�'� SECTION 1 B
DRAFT > RIVANNA DISTRICT
MAYNARD J TINSMAN III
LIC. ND. 2860 ALBEMARLE COUNTY, VIRGINIA
12-08-2021 SCALE.- 1 "=50' MAY 19, 2021
SURVO� Townes
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 4 OF 4